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A novel data-driven approach for proactive risk assessment in shield tunnel construction

  • Xin Hui Zhou
  • , Shui Long Shen*
  • , Annan Zhou
  • *Corresponding author for this work
  • Shanghai Jiao Tong University
  • Shantou University
  • National University of Singapore
  • Royal Melbourne Institute of Technology University

Research output: Contribution to journal › Article › peer-review

Abstract

Underestimation of risks during tunnelling may result in substantial economic losses and even fatal accidents. This study develops a data-driven approach for evaluating construction risk levels during tunnelling. Two computational models including the deep forest algorithm (DF) and fuzzy set pair analysis (FSPA) are fused, where the DF is employed for predicting shield operational parameters and the FSPA is utilized to evaluate the risk level based on the predicted operational data. Furthermore, a linear combination of the subjective and objective weights is adopted in FSPA. The proposed method is then applied to an intercity railway tunnel project in Guangzhou, China. The analysis results align well with the in-situ engineering observations for the first 600 rings. In addition, it effectively predicts a relatively high risk (level IV) during the construction of rings 1571 to 1580. The proposed method offers a reliable and feasible tool for proactively assessing the risk levels in tunnelling.

Original languageEnglish
Article number101466
JournalTransportation Geotechnics
Volume50
DOIs
StatePublished - Jan 2025
Externally publishedYes

Keywords

  • Construction safety
  • Deep forest algorithm
  • Intercity railway infrastructure
  • Operational parameters
  • Shield tunnel

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